Issue 62

P. Ghannadi et alii, Frattura ed Integrità Strutturale, 62 (2022) 460-489; DOI: 10.3221/IGF-ESIS.62.32

II) As recently mentioned, objective functions play a significant role in accurate damage detection. Therefore, it is necessary to present a comparative study between different objective functions based on natural frequencies, mode shapes, modal strain energy, MAC, MTMAC, NFVAC, etc. III) According to Tab. 2, many studies focused on damage detection of small-scale structures. Complexity is a fundamental challenge in SHM. Therefore, researchers should be addressed real-world damage detection problems and provide practical methodologies. IV) To overcome the incomplete modal data in damage detection problems, FEM reduction techniques have been applied by most studies. Presenting a comparative study between FEM reduction and mode shape expansion methods can be an attractive topic for future works. [1] Jafarkhani, R., Masri, S.F. (2011). Finite element model updating using evolutionary strategy for damage detection, Comput. Civ. Infrastruct. Eng., 26(3), pp. 207–224. [2] Mariniello, G., Pastore, T., Menna, C., Festa, P., Asprone, D. (2020). Structural damage detection and localization using decision tree ensemble and vibration data, Comput. Civ. Infrastruct. Eng.. [3] Mousavi, M., Gandomi, A.H. (2016). A hybrid damage detection method using dynamic-reduction transformation matrix and modal force error, Eng. Struct., 111, pp. 425–434. [4] Urlainis, A., Shohet, I.M., Levy, R., Ornai, D., Vilnay, O. (2014). Damage in critical infrastructures due to natural and man-made extreme Events–A critical review, Procedia Eng., 85, pp. 529–35. [5] Amezquita-Sanchez, J.P., Adeli, H. (2016). Signal processing techniques for vibration-based health monitoring of smart structures, Arch. Comput. Methods Eng., 23(1), pp. 1–15. [6] Furukawa, A., Otsuka, H., Kiyono, J. (2006). Structural damage detection method using uncertain frequency response functions, Comput. Civ. Infrastruct. Eng., 21(4), pp. 292–305. [7] Chen, H.-P., Ni, Y.-Q. (2018). Structural health monitoring of large civil engineering structures, Wiley Online Library. [8] Rafiei, M.H., Adeli, H. (2017). A novel machine learning - based algorithm to detect damage in high - rise building structures, Struct. Des. Tall Spec. Build., 26(18), pp. e1400. [9] Fan, W., Qiao, P. (2011). Vibration-based damage identification methods: a review and comparative study, Struct. Heal. Monit., 10(1), pp. 83–111. [10] Ghannadi, P., Kourehli, S.S. (2018). Investigation of the accuracy of different finite element model reduction techniques, Struct. Monit. Maint., 5(3), pp. 417. [11] Ghannadi, P., Kourehli, S.S. (2019). Data-driven method of damage detection using sparse sensors installation by SEREPa, J. Civ. Struct. Heal. Monit., 9(4), pp. 459–475. [12] Ghannadi, P., Kourehli, S.S. (2021). An effective method for damage assessment based on limited measured locations in skeletal structures, Adv. Struct. Eng., 24(1), pp. 183–195. [13] Dinh-Cong, D., Truong, T.T., Nguyen-Thoi, T. (2021). A comparative study of different dynamic condensation techniques applied to multi-damage identification of FGM and FG-CNTRC plates, Eng. Comput., , pp. 1–25. [14] Kourehli, S.S. (2018). Prediction of unmeasured mode shapes and structural damage detection using least squares support vector machine, Struct. Monit. Maint., 5(3), pp. 379–390. [15] Chen, Y., Logan, P., Avitabile, P., Dodson, J. (2019). Non-model based expansion from limited points to an augmented set of points using Chebyshev polynomials, Exp. Tech., 43(5), pp. 521–543. [16] Chen, Y., Avitabile, P., Page, C., Dodson, J. (2021). A polynomial based dynamic expansion and data consistency assessment and modification for cylindrical shell structures, Mech. Syst. Signal Process., 154, pp. 107574. [17] Sarmadi, H., Entezami, A., Ghalehnovi, M. (2020). On model-based damage detection by an enhanced sensitivity function of modal flexibility and LSMR-Tikhonov method under incomplete noisy modal data, Eng. Comput., pp. 1–17. [18] Rezaiee - Pajand, M., Entezami, A., Sarmadi, H. (2020). A sensitivity - based finite element model updating based on unconstrained optimization problem and regularized solution methods, Struct. Control Heal. Monit., 27(5), pp. e2481. [19] Mashayekhi, M., Santini - Bell, E. (2019). Three - dimensional multiscale finite element models for in - service performance assessment of bridges, Comput. Civ. Infrastruct. Eng., 34(5), pp. 385–401. [20] Mashayekhi, M., Santini-Bell, E. (2020). Fatigue assessment of a complex welded steel bridge connection utilizing a R EFERENCES

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